Research Article
A Relative Reliability Approach for Direct Displacement-Based Seismic Design of Partially Prestressed Reinforced Concrete Frame Structures
Table 1
Basic parameters of PPC frames.
| | Number of frames | Site category | Number of spans | Fortification intensity | Number of stories | Total height (m) | Seismic level |
| | YKJ-1 | II | 2 | 7-degree 0.1 g | 4 | 20.4 | 3 | | YKJ-2 | II | 2 | 8-degree 0.2 g | 4 | 20.4 | 2 | | YKJ-3 | II | 2 | 8-degree 0.2 g | 3 | 15.6 | 2 | | YKJ-4 | II | 2 | 7-degree 0.1 g | 3 | 15.6 | 3 | | YKJ-5 | II | 2 | 7-degree 0.1 g | 5 | 25.2 | 2 | | YKJ-6 | II | 2 | 8-degree 0.2 g | 5 | 25.2 | 1 | | YKJ-7 | II | 2 | 7-degree 0.1 g | 7 | 34.8 | 2 | | YKJ-8 | II | 2 | 8-degree 0.2 g | 7 | 34.8 | 1 | | YKJ-9 | II | 3 | 7-degree 0.1 g | 7 | 34.8 | 2 | | YKJ-10 | II | 3 | 8-degree 0.2 g | 7 | 34.8 | 1 | | YKJ-11 | II | 3 | 7-degree 0.1 g | 5 | 25.2 | 2 | | YKJ-12 | II | 3 | 8-degree 0.2 g | 5 | 25.2 | 1 | | YKJ-13 | II | 3 | 7-degree 0.1 g | 4 | 20.4 | 3 | | YKJ-14 | II | 3 | 8-degree 0.2 g | 4 | 20.4 | 2 | | YKJ-15 | II | 3 | 7-degree 0.1 g | 3 | 15.6 | 3 | | YKJ-16 | II | 3 | 8-degree 0.2 g | 3 | 15.6 | 2 | | YKJ-17 | III | 2 | 7-degree 0.1 g | 4 | 20.4 | 3 | | YKJ-18 | III | 2 | 8-degree 0.2 g | 4 | 20.4 | 2 | | YKJ-19 | III | 2 | 7-degree 0.1 g | 7 | 34.8 | 2 | | YKJ-20 | III | 2 | 8-degree 0.2 g | 7 | 34.8 | 1 | | YKJ-21 | III | 3 | 7-degree 0.1 g | 7 | 34.8 | 2 | | YKJ-22 | III | 3 | 8-degree 0.2 g | 7 | 34.8 | 1 | | YKJ-23 | III | 3 | 7-degree 0.1 g | 4 | 20.4 | 3 | | YKJ-24 | III | 3 | 8-degree 0.2 g | 4 | 20.4 | 2 |
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